STORMWATER SYSTEM CONDUIT REPAIRS - ITB 2026-014

City of Tucker
Invitation to Bid
ITB # 2026-014
STORMWATER SYSTEM CONDUIT REPAIRS
BID MANUAL
City of Tucker
1975 Lakeside Parkway, Suite 350
Tucker, Georgia 30234

City of Tucker Invitation to Bid
ITB #2026-014
STORMWATER SYSTEM CONDUIT REPAIRS
INVITATION: The City of Tucker, Georgia requests that interested parties submit bids for the
Stormwater System Conduit Repairs. Bids will be accepted until the date and time listed below and
will be awarded to the lowest responsible and responsive bidder. Addenda and updates to this bid
manual will be posted on the City of Tucker website http://tuckerga.gov/bids, the DOAS/Georgia
Procurement Registry Website or may be requested by emailing procurement@tuckerga.gov.
BID ACTIVITY SCHEDULE
Bid Issued May 5, 2026
Pre-Bid Conference N/A
Deadline for Questions May 19, 2026 at 1:00 pm EST
Responses to Questions Posted (Addenda) May 22, 2026
Bid Deadline / Opening June 4, 2026 at 2:00pm EST
Award at Council Meeting (Tentative) July 13, 2026 (Tentative)
Completion from Notice to Proceed 120 calendar days
SCOPE OF WORK: Refer to Exhibit A.
PRE-BID CONFERENCE: A pre-bid conference will not be scheduled for this project.
QUESTIONS: Submit all questions in writing to procurement@tuckerga.gov. Reference ITB
#2026-014 in the subject line of the email.
ADDENDA: Responses to the questions received will be by addenda and will be posted on the
City website www.tuckerga.gov/bids and the DOAS/Georgia Procurement Registry Website. The
signed acknowledgement issued with each addendum must be submitted with the proposal. It is
the vendors responsibility to verify if any addenda were created.
SUBMITTAL REQUIREMENTS: Vendor shall submit ITB Response electronically to
procurement@tuckerga.gov so it is received no later than June 4, 2026, at 2:00pm EST with the
subject line "Submittal: ITB #2026-014". The email must contain the vendor's contact
information. Bid Submittal should be one PDF file and named <Company Name>.ITB 2026-
014.Bid Submittal.pdf. Email will be opened to confirm receipt of the submittal, but the attached
PDF file will remain unopened until the public bid opening.
BID OPENING: All bids received prior to the deadline will be opened publicly at 2:00pm EST
on June 4, 2026 at Tucker City Hall located at 1975 Lakeside Parkway, Suite 350, Tucker GA.
BID SUBMITTALS: A listing of submittals received prior to the bid deadline will be posted on
the City website http://tuckerga.gov/bids following the opening of the bids.
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BID DOCUMENT SUBMITTAL REQUIREMENTS:
1. Unit Price Cost Proposal Form (Provided)
2. W-9 Form (provided)
3. Certificate of Current Liability, Worker's Compensation and Vehicle Insurance
4. Notarized Bid Bond Form (Provided)
5. Notarized Contractor Affidavit Form (Provided)
6. Proposed List of Subcontractors Form (Provided)
7. Related Experience and References Form (Provided)
8. Notarized Contractor's Oath Form (Provided)
9. Acknowledgement of Addendum issued with each Addendum.
10. Contact Form (Provided)
All responses must be received electronically by the Bid Deadline. (Addenda will show any
schedule updates). No bids will be received orally, by phone, or by sealed paper documents. Only
electronic bids in accordance with submittal requirement instructions will be accepted. Late bids
will not be considered. Bids received after the bid deadline will be filed unopened. The City of
Tucker reserves the right to reject any and all bids or any part, to waive any formalities to make
an award and to re-advertise in the best interest of the City. The City reserves the right to consider
past performance in determining the responsibleness of bidders.
The city reserves the right to negotiate pricing and may, in its discretion, award a contract to the
lowest responsible and responsive bidder submitting the proposal.
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ITB #2026-014 STORMWATER SYSTEM CONDUIT REPAIR PROJECTS
Exhibit A: Scope of Work
PURPOSE, INTENT AND PROJECT DESCRIPTION
The City of Tucker (City), requests that interested parties submit formal electronic bids for stormwater
system conduit repairs at seven (7) locations.
The complete scope, specifications, and other relevant information for ITB 2026-014 is available for
download on the City of Tucker website: www.tuckerga.gov/bids, the DOAS/Georgia Procurement
Registry Website or request via email to procurement@tuckerga.gov.
SCOPE OF WORK
The project is also referred to as Task Order 44.
The work required under this contract includes furnishing materials, qualified labor, equipment, traffic
control, erosion control, and site restoration at each location as described in the accompanying
construction plans.
1. Conduct all activities as described in accompanying plans, details and exhibits.
2. Seed and straw all disturbed areas.
3. Clean work area.
LOCATION NOTES
1. 2119 / 2129 Spencers Way
a. Scope:
i. Dig and replace 40 lf of 24" diameter SRCMP at downstream end.
ii. Hydrovac bottom of existing junction box structure MH-1.
iii. Dig and replace 24 lf of 24" diameter HDPE.
iv. Backfill around existing junction box structure MH-1.
v. Replace 24" diameter pipe headwall denoted as S_26132.
vi. Internal point repair at 90 feet downstream from catch basin, 10 lf of 24" CMP
invert.
vii. Clear and grub any existing landscape / trees in the easement as necessary gain
access to conduct the excavation. Replace with grass seed that matches existing
grass.
viii. Grout pipe connections at all affected structures.
ix. Back fill sinkholes along segment
x. Clean work area.
b. Reference Video, Photos and Report
c. Reference schedule of values from Bid Form for particular scope
2. 6091 Windsong Way
a. 175 linear feet of 48" diameter CMP. Scope:
i. Internal Point Repair of last 20 feet of 48" diameter CMP by way of restoring the
invert base to receive a subsequent cured in place inlining -see accompanying
exhibit.
ii. Cleaning of the 175 linear foot segment, less than 25% full
iii. Rebuild Invert of existing grate inlet junction box.
iv. Cured in place pipe lining of the 175 linear foot segment under Windsogn Way,
48" diameter pipe.
v. Bypass pumping.
vi. Grout pipe connections at junction box structures.
vii. Back fill sinkholes along segment
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viii. Clean work area.
b. Reference Video, Photos and Exhibit
c. Reference schedule of values from Bid Form for particular scope
3. 1391 Juliette Road
a. 90 linear feet of 24" diameter CMP. Scope:
i. Dig and Replace 35 lf 24" diameter SRCMP, downstream end
ii. Cleaning of the 55 linear foot existing segment, less than 25% full
iii. Internal Point Repair of 40 feet of 24" diameter CMP by way of restoring the invert
base to receive a subsequent cured in place inlining -see accompanying exhibit.
iv. Cured in place pipe lining of the 90 linear foot segment under Juliette Road, 24"
diameter pipe.
v. Bypass pumping.
vi. Replace 24" headwall denoted as S_14611 with a new flared end section headwall;
vii. Grout pipe connections at all structures.
viii. Back fill sinkholes along segment
ix. Clean work area.
b. Reference Video, Photos and Exhibit
c. Reference schedule of values from Bid Form for particular scope
4. 5623 Hugh Howell Road
a. 175 linear feet of 30" diameter CMP. Scope:
i. Cleaning of the 175 linear foot existing segment, greater than 25% full
ii. Internal Point Repair of 20 feet of 30 diameter CMP by way of restoring the invert
base to receive a subsequent cured in place inlining -see accompanying exhibit.
iii. Cured in place pipe lining of the 175 linear foot segment under Hugh Howell Road,
30" diameter pipe.
iv. Grout pipe connections at all structures.
v. Back fill sinkholes along segment
vi. Clean work area.
b. Reference Video, Photos and Exhibit
c. Reference schedule of values from Bid Form for particular scope
5. 3504 Canadian Way
a. 70 linear feet of 24" diameter CMP. Scope:
i. Specialty Cleaning of the 70 linear foot existing segment, removal of large debris
and material
ii. Internal Point Repair of 20 feet of 24 diameter CMP by way of restoring the invert
base to receive a subsequent cured in place inlining -see accompanying exhibit.
iii. Cured in place pipe lining of the 70 linear foot segment under Vancouver Drive and
Canadian Way, 24" diameter pipe.
iv. Grout pipe connections at all structures.
v. Back fill sinkholes along segment
vi. Clean work area.
b. Reference Video, Photos and Exhibit
c. Reference schedule of values from Bid Form for particular scope
6. 2721 Tucker Valley Road NW
a. 120 linear feet of 24" diameter CMP. Scope:
i. Specialty Cleaning of 20 linear feet of the 120 linear foot existing segment,
removal of large debris and material
ii. Cleaning of the 120 linear foot existing segment, less than 25% full
iii. Internal Point Repair of 30 feet of 24 diameter CMP by way of restoring the invert
base to receive a subsequent cured in place inlining -see accompanying exhibit.
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iv. Cured in place pipe lining of the 120 linear foot segment under Tucker Valley
Road, 24" diameter pipe.
v. Grout pipe connections at all structures.
vi. Back fill sinkholes along segment
vii. Clean work area.
b. Reference Video, Photos and Exhibit
c. Reference schedule of values from Bid Form for particular scope.
7. 5012 Kanawha Bluff
a. 110 linear feet of 30" diameter CMP. Scope:
i. Dig and Replace 144 lf of 18" HDPE
ii. Install Outlet Headwall
iii. Grout pipe connections at junction box structures
iv. Tree Removal / Grubbing
v. Backfill sinkholes along segment
vi. Remove and reinstall chain link fence.
vii. Clean work area.
b. Reference Video and Report
c. Reference schedule of values from Bid Form for particular scope
Notes
The prospective bidder is advised to visit the sites.
The city will obtain all necessary easements and right of entries which may be necessary to execute the
work.
Please refer to the accompanying exhibits for more detailed information on the scope of work and
locations of structures and conduits. Additionally, a link is provided in this document that has background
information including but not limited to photographs, videos and reports. Prospective bidders are also
advised to review these documents. SharePoint Link:
TO 44 ITB support files
General Conditions
1. The Contractor shall maintain access to residential properties as necessary by detours or covering
of the work area when not mobilized.
2. The Contractor shall furnish, install, maintain and remove all necessary traffic signs, barricades,
lights, signals, cones and other traffic control devices, and all flagging and other means of traffic
protection and guidance as required by Special Provision 150 of the Georgia Department of
Transportation. Such work shall be considered incidental to the overall contract, and no additional
compensation will be made.
3. The Contractor will be responsible for calling Georgia 811 in and identifying utility locations.
The City shall be notified of any potential utility conflicts.
4. Specifications for repair activities in accordance with Georgia Department of Transportation
Standards
5. City of Tucker ordinances and regulations.
6. OSHA standards and guidelines.
7. Any other applicable codes, laws and regulations including but not limited to Section 45- 10-20
through 45-10-28 of the Official Code of Georgia Annotated, Title VI of the Civil Rights Act, Drug-
Free Workplace Act, and all applicable requirements of the Americans with Disabilities Act of 1990.
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8. Mobilization will be defined under Section 151 of the 2021 Standard Specifications of the Georgia
Department of Transportation. One mobilization shall include the cost of mobilization for all teams
and subcontractors used by and at the discretion of the Contractor.
9. Out of scope hourly labor shall be paid only upon the prior approval of the city upon confirmation
that the work performed is outside of the scope of the original contract.
10. All disturbed areas shall be restored to site conditions prior to disturbance, or better.
11. Refer to organization chart below for city assigned staff for this project. The city reserves the
right to substitute staff at any time during the contract period.
12. Reference schedule of values from Cost Proposal Form and exhibits for particular details.
13. The contractor is responsible for inspecting the job site prior to submitting a bid and encouraged to
do so. No change orders will be issued for differing site conditions.
14. 5% retainage will be withheld from the total amount due the contractor until Final Acceptance of
work is issued by the City. City staff will inspect the work as it progresses.
Special Conditions
1. Pay Item 2. Traffic Control
The Contractor shall furnish, install, maintain and remove all necessary traffic signs, barricades,
lights, signals, cones and other traffic control devices, and all flagging and other means of traffic
protection and guidance as required by Special Provision 150 of the Georgia Department of
Transportation. Such work shall be considered incidental to the overall contract, and no additional
compensation will be made.
2. Pay Item 9. High Density Polyethaline Pipe (HDPE)
This line item includes all labor, material and equipment costs associated with excavation,
placement, bedding, backfill and compaction.
3. Pay Item 39. Earthwork and Grading
"Grading Complete" are those activities, including but not limited to excavation, demolition,
backfill and grading not identified in the unit price quantities schedule to ensure that the
completed grading work conforms to the horizontal and vertical alignment and typical cross-
sections shown on the plans or directed by the engineer of record.
PROSECUTION AND PROGRESS
The Contractor will mobilize with sufficient forces such that all construction identified as part of this contract
shall be substantially completed by 120 calendar days. The contractor will be considered substantially
complete when all work required by this contract has been completed.
The normal workday for this project shall be 8:00AM to 7:00PM and the normal workweek shall be Monday
through Friday. The City will consider extended workdays or workweeks upon written request by the
Contractor on a case-by-case basis. No work will be allowed on national holidays (i.e. Memorial Day, July
4th, Labor Day, etc.).
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The work will require the bidder to provide all labor, administrative forces, equipment, materials and other
incidental items to complete all required work. The City shall perform a Final Inspection upon substantial
completion of the work. The contractor will be allowed to participate in the Final Inspection. All repairs
shall be completed by the contractor at the contractor's expense prior to issuance of Final Acceptance.
The contractor shall be assessed liquidated damages in the amount of $500.00 per calendar day for any
contract work that is not completed by 120 calendar days. Liquidated damages shall be deducted from the
5% retainage held by the City. The contractor will also be assessed liquidated damages in the amount of
$200.00 per calendar day for not completing any required Punch List work within 45 calendar days.
The contractor shall provide all material, labor, and equipment necessary to perform the work without delay
until final completion.
PERMITS AND LICENSES
The contractor shall procure all permits and licenses, pay all charges, taxes and fees, and give all notices
necessary and incidental to the due and lawful prosecution of the work.
BONDING AND INSURANCE REQUIREMENTS
No bid may be withdrawn for a period of ninety (90) days after the bid deadline/opening.
All bids must be accompanied by a Bid Bond of a reputable bonding company authorized to do business in
the State of Georgia, in an amount equal to at least five percent (5%) of the total amount of the bid.
Upon Notice of Award, the successful contractor shall submit a Performance Bond payable to the City of
Tucker in the amount of 100% of the total contract price. The successful contractor shall also submit a
Payment Bond in the amount of 100% pursuant to O.C.G.A. 36- 91-70 and 90.
Upon Notice of Award, the successful contractor shall procure and maintain the following insurance
policies:
1. Commercial General Liability coverage at their sole cos and expense with limits of not less than
$3,000,000 in combined single limits for bodily injury and/or property damage per occurrence, and such
policies shall name the City of Tucker as an additional named insured.
2. Statutory Workers Compensation and Employers Liability Insurance with limits of not less than
$1,000,000, which insurance must contain a waiver of subrogation against the City of Tucker and its
affiliates.
3. Commercial automobile liability insurance with limits of not less than $1,000,000 combined single limit
for bodily injury and/or property damage per occurrence, and such policies shall name the City of
Tucker as an additional named insured.
EXISTING CONDITIONS / DEVIATION OF QUANTITIES
All information given in this ITB concerning quantities, scope of work, existing conditions, etc. is for
information purposes only. It is the Contractor's responsibility to inspect the project site to verify existing
conditions and quantities prior to submitting their bid. This is a Unit Price bid and no payment will be made
for additional work without prior written approval from the City. At no time will Contractor proceed with
work outside the prescribed scope of services for which additional payment will be requested without the
written authorization of the City.
The City reserves the right to add, modify, or delete quantities. The City may also elect to add or eliminate
certain work locations at its discretion. The Contractor will not be entitled to any adjustment of unit prices
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or any other form of additional compensation because of adjustments made to quantities and/or work
locations. Contractor will be paid for actual in-place quantities completed and accepted for pay items listed
in the Bid Schedule. All other work required by this ITB, plans, specs, standards, etc. but not specifically
listed in the Bid Schedule shall be considered "incidental work" and included in the bid prices for items on
the Bid Schedule.
TRAFFIC CONTROL
The contractor shall, at all times, conduct their work so as to ensure the least possible obstruction of traffic.
The safety and convenience of the general public and the residents along the roadway and the protection of
persons and property shall be provided for by the contractor as specified in the State of Georgia, Department
of Transportation Standard Specifications Sections 104.05, 107.09 and 150.
Traffic, whose origin and destination is within the limits of the project shall be provided ingress and egress
at all times unless otherwise specified by the City. The ingress and egress includes entrances and exits via
driveways at various properties, and access to the intersecting roads and streets. The contractor shall maintain
sufficient personnel and equipment (including flaggers and traffic control signing) on the project at all
times, particularly during inclement weather, to ensure that ingress and egress are safely provided when and
where needed.
Two-way traffic shall be maintained at all times, unless otherwise specified or approved by the City. In the
event of an emergency, the Contractor shall provide access to emergency vehicles and/or emergency
personnel through or around the construction area. Any pavement damaged by such an occurrence will be
repaired by the Contractor at no additional cost to the City.
The contractor shall furnish, install and maintain all necessary traffic signs, barricades, lights, signals, cones
and other traffic control devices, and all flagging and other means of traffic protection and guidance as
required by Special Provision 150 of the Georgia Department of Transportation. Such work shall be
considered incidental to the overall contract, and no additional compensation will be made.
CLEANUP
All restoration and clean-up work shall be performed daily. Operations shall be suspended if the contractor
fails to accomplish restoration and clean-up within an acceptable period of time. Asphalt and other debris
shall be removed from gutters, sidewalks, yards, driveways, etc. Failure to perform clean-up activities may
result in suspension of the work. Milling operation shall be followed immediately by clean-up at which the
contractor is to provide power brooms, vacuum sweepers, power blowers, or other means to remove loose
debris or dust. Do not allow dust control to restrict visibility of passing traffic or to disrupt adjacent property
owners. All pavement areas shall be clean and dry prior to placing tack coat, asphaltic concrete or other
materials.
SAFETY
Beginning with mobilization and ending with acceptance of work, the contractor shall be responsible for
providing a clean and safe work environment at the project site. The contractor shall comply with all OSHA
regulations as they pertain to this project.
*********************************END OF SCOPE OF WORK**************************
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ITB #2026-014 STORMWATER SYSTEM CONDUIT REPAIRS
Unit Price Cost Proposal Form
Location 1 - 2119 SPENCERS WAY
Projected
Item No. Item Unit Proposed Unit Price Proposed Cost
Units
1 General Conditions
Mobilization 1 EA
1.1
Out of Scope Work, Foreman 15 HR
1.2
Out of Scope Work, Laborer 15 HR
1.3
2 Traffic Control
Traffic Control Minor 2 - Includes Cones and Signage 4 Per Day
2.2
3 TV Inspection and Jet-Vac Cleaning
Hydro-Excavation complete (onsite hours only) 4 Per Hour
3.3
7 Spiral Rib Corr. Steel Pipe (14 ga. Tp. 2 Alum)
Includes excavation, backfill, & compaction
24" SRCMP 40 LF
7.3
9 High Density Polyethaline Pipe (HDPE)
Includes excavation, backfill, & compaction
24" HDPE 24 LF
9.3
15 Precast Headwalls
Precast Headwall for 24" Pipe 1 EA
15.2
Internal Pipe Point Repairs (Including cutting, trimming,
19 jacking, etc.)
24" Diameter 10 LF
19.2
29 Miscellaneous & Special Structures/Components
Invert Installation, 4' Diameter 2 EA
29.16
30 Grout Connection To Structure
24" Grout Each End to Structure 3 EA
30.5
Grout all joint, cracks & holes, in structures, complete (structers
2 EA
30.16 greater than 8' deep)
37 Cast in Place Concrete
Driveway 4" Concrete (Residential w/4"of GAB included) 50 SY
37.2
38 Road Restoration
Crusher Run Stone 40 Ton
38.2
39 Earthwork & Grading
Tree Removal 6"-12"" 5 EA
39.1
Tree Removal 13"-23" 1 EA
39.2
Clear & Grubbing 600 SY
39.4
Channel Excavation 10 CY
39.5
Haul-In Structural Fill Material 80 CY
39.7
Haul-Off Soil Material 40 CY
39.8
Finish Grading 600 SY
39.9
Debris Removal 40 CY
39.11
Grading Complete 1 LS
39.12
40 Erosion Control
Stone Grouted Rip Rap 12" Installed 10 SY
40.3
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